A numerical study of island wake generated by an elliptical tidal flow

2010 ◽  
Vol 30 (9) ◽  
pp. 1120-1135 ◽  
Author(s):  
Philippe Estrade ◽  
Jason H. Middleton
2015 ◽  
Vol 315 ◽  
pp. 1141-1150 ◽  
Author(s):  
Tai-Wen Hsu ◽  
Dong-Jiing Doong ◽  
Kai-Jiun Hsieh ◽  
Shin-Jye Liang

Author(s):  
Shin-Jye Liang ◽  
Nan-Jung Kuo ◽  
Dong-Jiing Doong ◽  
Tai-Wen Hsu

2018 ◽  
Author(s):  
Huiting Qiao ◽  
Mingliang Zhang ◽  
Hengzhi Jiang ◽  
Tianping Xu ◽  
Hongxing Zhang

Abstract. The interaction study of vegetation with the flow environment is essential for the determination of the bank protection, morphological characteristics and ecological conditions for the wetlands. This paper uses MIKE 21 hydrodynamic and salinity model to simulate the hydrodynamic characteristics and salinity transport process in Pink Beach wetlands of Liao River estuary. The effect of wetland plant on tidal flow in areas of wetland waters is represented by a varying Manning's coefficient in the bottom friction term. Acquisition of vegetation distribution is based on Landsat TM satellites through remote sensing techniques. The detailed comparisons between field observation and simulated result of water depth, salinity and tidal currents at neap tide and spring tide are presented in vegetated domain of Pink Beach. Satisfactory results are obtained in simulating both flow characteristic and salinity concentration with or without vegetation. Several stations from upstream to downstream in the Pink Beach are selected to estimate the longitudinal variation of salinity under different river runoffs and the results show that the salinity concentration decreases with an increase of river runoff. This study can help to increase understanding of the favorable salinity conditions for the special vegetation growth in the Pink Beach wetlands of Liao River estuary. The results provide crucial guidance for related interaction studies among vegetation, flow and salinity in other wetland waters.


2014 ◽  
Vol 1065-1069 ◽  
pp. 453-456
Author(s):  
Wen Dan Li ◽  
Meng Guo Li

By means of natural condition and mathematical models of tidal flow and sediment, numerical study is carried out on suspension-diffusion in construction period after the reclamation project of Wenzhou shoal at Oujiang estuary in this paper. The main conclusions are: the suspension-diffusion is controlled by tidal current. The range of suspended sediment concentration more than 10mg/L is mostly in Wenzhou shoal area during filling sand construction, which is the continuous operation. Riprap construction is Instantaneous work; the range of scatter is limited.


2014 ◽  
Vol 1065-1069 ◽  
pp. 449-452
Author(s):  
Wen Dan Li ◽  
Meng Guo Li

By means of natural condition、scour and silting evolution and mathematical models of wave, tidal flow and sediment, numerical study is carried out on deposit-promoting schemes in the reclamation project of Wenzhou shoal at Oujiang estuary in this paper. The main conclusions are:The scouring and silting reached equilibrium is 0.1~1.2 m in west side and 0.1~0.9 m in east side.


1998 ◽  
Vol 77 (2) ◽  
pp. 473-484 ◽  
Author(s):  
M. Sampoli, P. Benassi, R. Dell'Anna,

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